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Updated SWMP
1.4. Further Advice Further advice was received from Noosa Council, dated 7 November 2023, regarding the development application (RAL23/0013). The further advice letter asks for the proposal to comply with the Noosa Plan for stormwater items listed below. Issue - Stormwater Quality It is unclear how compliance with the pollutant load reduction targets has been calculated. The scheme requires an 80%/60%/45% reduction in TSS/TP/TN for the unmitigated development site loads. Since the bioretention device receives flows from areas outside the development, a manual calculation of compliance with this target is required, based on the MUSIC model results. This is achieved by: 1. Extracting the development site (current and original developments) source loads from the model 2. Calculating the required pollutant load removal by multiplying (1) by 80%/60%/45% 3. Comparing the required load removal (kg/yr) to the actual load removal achieved by the device This does not appear to have been done. Response: The SMP demonstrates an 80%/60%/45% reduction in TSS/TP/TN for the unmitigated development site loads according to the scheme as summarized in Table 3-7 and Table 3-8. The information provided in the SMP-V2 has been reformatted as per the above request: 1. The source loads of the current and original developments were extracted from the model (refer Figure 1-3) and are summarized in the “Unmitigated (kg/yr)” column of Table 1-1. Note that there is a minor difference between Figure 1-3 and Table 3-7 as MUSIC is a stochastic model, with randomness resulting in minor changes in results between model runs. 2. The required pollutant load removal (2) was calculated by multiplying (1) by 80%/60%/45%. This information is provided in Table 1-1. 3. The actual load removal (3) achieved by the device exceeds the required load removal (2) and therefore meets the target reductions as per the scheme. 23-0167SMP01-V3 | Stormwater Management Plan | 33 Pavilion Street, Pomona Page 13
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